From literature it can be observed that buildings which are having floating columns are more sustainable due to earthquake loading as compared to conventional

In our design work, the floating columns are analyzed for seismic zone – II using ETABS Software and is compared with the building with and without floating column for Base Shear,

Table No. 3.7: Comparison of Vertical Deformation, Bending Moment, Shear Force, Base-Shear. There is sudden drop is observed in vertical deformation by providing the shear wall

The Guidelines should be seen as a tool to assist State and Territory naming authorities to record and use the place names of Australia's indigenous people. Any use of names

A detail study is carried out on the floating column building to find out the variations in the structural response of the building with floating columns at “parallel

The research was designed to ascertain the socio-demographic characteristics of the farmers, determine available technologies on fish production, determine awareness

In this paper, a multi storied Plaza building of storey (G+2+3) having different position of floating columns(4 columns of mid ordinate axis or 4 columns of diagonal axis) at

Whereas floating column with vertical irregularity model fails at from seventh storey but it is safe within permissible limit in case of with shear wall models.. To

This study presents the study of comparison without floating column and with floating column structures and design of seismic isolation systems and influence of base isolation on

In present study, comparison of Building Model with and Without Floating Column carried out and the parameter such as shear, storey displacement, storey drift and dynamic response

SMRF building models situated in seismic zone IV, on hard soil (Type-I) using linear static and non-linear static displacement controlled analysis by considering the

[2016], discussed the behaviour of multi-storey buildings having floating columns under seismic forces and observes the effect of shear wall in the same building

This is because when going through a floating case the alternative column floats from first storey to last storey so the stiffness at first storey decreases as

This work investigates the behavior and life cost analysis of multi-storied unsymmetrical composite building consisting composite columns, beams comparison to the

using E-tabs. The comparative results for the structure have been studied for various parameters like beam forces, column forces, storey shear, story drift,

The experiments were conducted in three steps: (1) interviews and literature reviews to determine the affective attributes suitable for the description of drivers’ satisfaction

In this study time history analysis method [THA] is carried out for a multi storied building with and without floating column along with and without soil structure interaction

 From the Time history analysis for El centro earthquake, it is found that for 10 storied regular buildings the reduction in top storey lateral displacement is 35%